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CN109854220B - Liquid injection pipe sealing method suitable for low-permeability reservoir hydraulic fracturing simulation test - Google Patents

Liquid injection pipe sealing method suitable for low-permeability reservoir hydraulic fracturing simulation test Download PDF

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CN109854220B
CN109854220B CN201910031338.6A CN201910031338A CN109854220B CN 109854220 B CN109854220 B CN 109854220B CN 201910031338 A CN201910031338 A CN 201910031338A CN 109854220 B CN109854220 B CN 109854220B
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glue
liquid injection
injection pipe
colloid
hydraulic fracturing
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CN109854220A (en
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曹函
高强
孙平贺
叶功勤
张政
王天一
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Central South University
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Abstract

本发明提供了一种适用于低渗储层水力压裂模拟试验的注液管密封方法,采用造胶黏剂A、B液,配合十二至十四烷基缩水甘油醚与乙醇作为密封材料;注胶液时采用多次注胶的方式进行密封,分8‑10层缓慢注入,每层注入间隔9~10s,注入时针头的尖端始终处于胶体中,保证岩‑胶紧密结合,且不影响裸眼段注液。本发明消除了水力压裂过程中密封管段的漏失问题,使得压裂液通过注液管顺利到达靶区,可操作性强,可以有效解决岩‑胶界面渗漏的密封问题,对于进一步开展水力压裂试验有重要的意义。

Figure 201910031338

The invention provides a liquid injection pipe sealing method suitable for the hydraulic fracturing simulation test of low-permeability reservoirs. The glue-making adhesives A and B liquids are used, and dodecyl to tetradecyl glycidyl ether and ethanol are used as sealing materials. ; When injecting glue, it is sealed by multiple injections, and it is slowly injected in 8-10 layers, and the injection interval of each layer is 9-10s. Affect the injection of the naked eye segment. The invention eliminates the leakage problem of the sealed pipe section in the hydraulic fracturing process, enables the fracturing fluid to reach the target area smoothly through the liquid injection pipe, has strong operability, and can effectively solve the sealing problem of leakage at the rock-glue interface. The fracturing test is of great significance.

Figure 201910031338

Description

一种适用于低渗储层水力压裂模拟试验的注液管密封方法A liquid injection pipe sealing method suitable for hydraulic fracturing simulation test of low permeability reservoir

技术领域technical field

本发明属于实验室测试及非常规能源开发领域,尤其是涉及一种适用于低渗岩样水力压裂注液管的密封方法。The invention belongs to the field of laboratory testing and unconventional energy development, in particular to a sealing method suitable for a low-permeability rock sample hydraulic fracturing liquid injection pipe.

背景技术Background technique

目前在非常规能源领域,致密气藏的开采已经成为一个热门的话题,针对其赋存的地质条件,在开采低渗气体时会对储层进行改造,水力压裂是主要的方式,由于受到现场的种种原因影响,对于其改造的效果无法进行理想的分析,目前研究人员主要是依靠室内的实验仪器对现场压裂改造过程进行物理模拟,借助于这一方法的结论,给现场水力压裂生产提供有力理论支持。此外,进行水力压裂试验时,无论是重塑样还是原样均需考虑水力压裂过程中岩样与注液管的密封问题,因此研究两者胶结的密封性问题是非常重要的,不仅可以促进水力压裂试验的进一步发展,还可以进一步对现场实际开采起到指导的作用。近年来,随着页岩气、煤层气为代表的非常规能源钻采事业的研究逐步深入,与之相关的室内试验相继开展。经过研究发现岩样模拟井筒的密封性处理存在At present, in the field of unconventional energy, the exploitation of tight gas reservoirs has become a hot topic. According to the geological conditions, the reservoirs will be reformed when exploiting low-permeability gas. Hydraulic fracturing is the main method. Due to various reasons on the site, it is impossible to ideally analyze the effect of the reconstruction. At present, researchers mainly rely on indoor experimental instruments to physically simulate the process of on-site fracturing and reconstruction. Production provides strong theoretical support. In addition, when the hydraulic fracturing test is performed, whether it is the reshaped sample or the original sample, it is necessary to consider the sealing problem of the rock sample and the liquid injection pipe during the hydraulic fracturing process. Therefore, it is very important to study the sealing problem of the bonding between the two. Promoting the further development of hydraulic fracturing test can also further guide the actual mining on site. In recent years, with the gradual deepening of the research on unconventional energy drilling and mining represented by shale gas and coalbed methane, related laboratory experiments have been carried out one after another. After research, it is found that the sealing treatment of rock samples to simulate wellbore exists

(1)注液管与岩样只是简单的联结,没有考虑密封的效果和强度,使得未达到岩样起裂压力即发生密封段漏失;(1) The injection pipe and the rock sample are simply connected, and the effect and strength of the seal are not considered, so that the leakage of the sealing section occurs before the crack initiation pressure of the rock sample is reached;

(2)对于裸眼段没有很好的保护,胶体可能会渗入裸眼段堵塞注液孔;(2) There is no good protection for the naked eye segment, and the colloid may penetrate into the naked eye segment to block the injection hole;

(3)常规的一次注胶过程中会产生气泡等干扰因素。(3) Interfering factors such as air bubbles will be generated in the conventional one-shot glue injection process.

基于以上不足,一些研究学者在实验时会将注液管在试样的制备过程中将注液管放在要处理的试件中预定位置,与样品一起成型,但是其适用的样品类型极少、且不能预留有裸眼段,所以改进上述的不足,配制胶体、处理注液管的端部、调整注液操作,分层注胶,并证明该注胶方式下形成的岩-胶强度更佳,从而更好的将岩样与注液管粘结,使得水力压裂试验的效果更佳,对非常规能源储层水力压裂室内模拟试验的开展具有重要意义。Based on the above shortcomings, some researchers put the liquid injection tube in the predetermined position of the sample to be processed during the preparation of the sample, and formed it together with the sample, but it is suitable for very few sample types. , and no open-hole section can be reserved, so the above deficiencies are improved, the colloid is prepared, the end of the liquid injection pipe is processed, the liquid injection operation is adjusted, and the glue is injected in layers, and it is proved that the rock-glue formed under this glue injection method is stronger. Therefore, the rock samples can be better bonded to the liquid injection pipe, so that the effect of hydraulic fracturing test is better, and it is of great significance for the development of laboratory simulation test of hydraulic fracturing in unconventional energy reservoirs.

发明内容SUMMARY OF THE INVENTION

本发明所要解决的技术问题是,针对水力压裂试验中试样注液管密封过程中存在的不足,提供一种适用于水力压裂的低渗试样注液管密封方法。The technical problem to be solved by the present invention is to provide a low-permeability sample liquid injection pipe sealing method suitable for hydraulic fracturing, aiming at the deficiencies in the sealing process of the sample liquid injection pipe in the hydraulic fracturing test.

为了达到上述目的,本发明的技术方案如下:In order to achieve the above object, technical scheme of the present invention is as follows:

一种适用于室内水力压裂过程中低渗岩样注液管的密封方法,其特征包括以下步骤:A sealing method for a low-permeability rock sample liquid injection pipe suitable for indoor hydraulic fracturing, which is characterized by comprising the following steps:

步骤S1、钻孔:在注液处,沿注液方向钻导流孔的深度至试样长度的3/5-2/3,并清除碎屑;Step S1, drilling: at the injection site, drill the diversion hole along the injection direction to a depth of 3/5-2/3 of the length of the sample, and remove debris;

步骤S2、调制胶体:分别量取总胶体体积40%-45%的A胶和总胶体体积40%-45%的B胶,按照A胶:B胶为1:1的比例混合,再分别量取总胶体体积9%-17%的十二至十四烷基缩水甘油醚和总胶体体积1%-3%的乙醇混合作为稀释剂加入混合好的AB胶中,减缓胶体的初凝时间,加强密封效果;Step S2, prepare colloid: respectively measure 40%-45% of the total colloid volume of A glue and 40%-45% of the total colloid volume of 40% to 45% of the B glue, mix them according to the ratio of A glue:B glue to 1:1, and then measure them separately. Take dodecyl to tetradecyl glycidyl ether at 9%-17% of the total colloid volume and mix with ethanol at 1%-3% of the total colloid volume as a diluent and add it to the mixed AB glue to slow down the initial setting time of the colloid. Strengthen the sealing effect;

步骤S3、注液管端部处理:将弹性密封圈套在距注液管底部5-10mm处,采用密封胶带压密,并将弹性密封圈与注液管固定;Step S3, treatment of the end of the liquid injection pipe: cover the elastic sealing ring at a distance of 5-10mm from the bottom of the liquid injection pipe, press it with sealing tape, and fix the elastic sealing ring and the liquid injection pipe;

步骤S4、固定注液管:将处理后的注液管伸入钻孔深度的1/2-2/3的地方固定,预留裸眼段;Step S4, fix the liquid injection pipe: extend the processed liquid injection pipe into the place of 1/2-2/3 of the drilling depth and fix it, and reserve the open hole section;

步骤S5、注胶:将注胶针管伸入试样与注液管的环状空间底部,先初步注入少量胶体(1/50胶体体积)至密封端部形成初凝界面,然后将胶体最少分8份注入密封段,每次注液间隔9~10s,且确保每次注胶针头保持在胶体中,完成密封。Step S5, glue injection: insert the glue injection needle tube into the bottom of the annular space between the sample and the liquid injection tube, initially inject a small amount of colloid (1/50 volume of the colloid) to the sealed end to form the initial setting interface, and then divide the colloid into the smallest amount. 8 parts are injected into the sealing section, and the interval between each injection is 9-10s, and ensure that each injection needle is kept in the gel to complete the sealing.

进一步的,所述A、B胶混合体积为钻孔体积的80%-85%为宜,胶体固结强度须大于岩样的起裂强度,且初凝时间大于20分钟,24小时达到胶体最终固结强度。Further, the mixing volume of the A and B glues is preferably 80%-85% of the drilling volume, the consolidation strength of the colloid must be greater than the crack initiation strength of the rock sample, and the initial setting time is greater than 20 minutes, and the final colloid is reached in 24 hours. Consolidation strength.

进一步的,所述稀释剂可以降低胶体的粘度,参与固化反应,其中十二至十四烷基缩水甘油醚体积占胶体体积的9%-17%为宜,乙醇为2%最佳。Further, the diluent can reduce the viscosity of the colloid and participate in the curing reaction, wherein the volume of dodecyl to tetradecyl glycidyl ether is preferably 9%-17% of the volume of the colloid, and the best ethanol is 2%.

进一步的,所述密封圈为氟橡胶o型圈,紧箍于注液管,具有弹性,耐高温、耐酸碱、耐腐蚀。Further, the sealing ring is a fluororubber O-ring, which is tightly clamped to the liquid injection pipe, and has elasticity, high temperature resistance, acid and alkali resistance, and corrosion resistance.

进一步的,所述密封圈固定的位置距注液管底部5mm最佳,注液管底部距钻孔底部为钻孔深度的1/3为宜。Further, the fixed position of the sealing ring is preferably 5 mm from the bottom of the liquid injection pipe, and the distance between the bottom of the liquid injection pipe and the bottom of the drilling hole is preferably 1/3 of the depth of the drilling hole.

进一步的,所述首次注胶的量越少越好,但胶体厚度至少要覆盖密封端部之上3mm,注胶次数根据注液管的长度调整,一般须大于8次,每次注胶时的温度保持一致。Further, the amount of the first injection is as small as possible, but the thickness of the glue should cover at least 3mm above the sealing end, and the number of injections is adjusted according to the length of the injection tube, generally more than 8 times. temperature remains the same.

本发明采用多次注胶,多次注胶与目前采用的单次注胶相比,具有明显的优越性,其机理如下:The present invention adopts multiple injections. Compared with the single injection currently used, multiple injections have obvious advantages. The mechanism is as follows:

取胶体与岩样接触的界面进行分析:假设密封圈与密封胶带紧密结合,质量很小,与岩样的摩擦力足够承受胶体重量;岩样、胶体都是均质的;单次注胶时间极短;胶体介质均一,岩-胶界面散热速率相同;胶体注入的初始温度为T0,胶体与岩样胶结的温度至少大于Tc,且温度大于Tc时,胶结体形成速率均值为

Figure BDA0001944326500000021
Take the interface between the colloid and the rock sample for analysis: it is assumed that the sealing ring and the sealing tape are closely combined, the mass is small, and the friction force with the rock sample is enough to bear the weight of the colloid; the rock sample and the colloid are homogeneous; the single injection time extremely short; the colloid medium is uniform, and the heat dissipation rate of the rock-cement interface is the same; the initial temperature of colloid injection is T 0 , the temperature of colloid and rock sample cementation is at least greater than T c , and when the temperature is greater than T c , the average rate of cement formation is
Figure BDA0001944326500000021

由上,注入单位厚度的胶体所形成的胶结体厚度由温度从T0降到Tc的时间决定,根据

Figure BDA0001944326500000022
可知,一定的热量在不同的介质传播速率不同,注入胶体后,胶体下端与弹性密封圈、密封胶带接触,传热快,温度由T0降到Tc用时短,为
Figure BDA0001944326500000031
上部与空气接触,传热慢,温度由T0降为TC用时长,为
Figure BDA0001944326500000032
中间部分胶结时间为t中部,因此在底端和顶端存在区别于中间部分的不均匀胶结区,底端不均匀区胶结深度与距底端距离的函数为H(l);上端胶结深度与距中间部分上端距离的函数为H(l)。From the above, the thickness of the cement formed by injecting a unit thickness of colloid is determined by the time when the temperature drops from T 0 to T c , according to
Figure BDA0001944326500000022
It can be seen that a certain amount of heat spreads at different rates in different media. After the colloid is injected, the lower end of the colloid contacts the elastic sealing ring and the sealing tape, the heat transfer is fast, and the temperature is reduced from T 0 to T c in a short time, which is
Figure BDA0001944326500000031
The upper part is in contact with the air, the heat transfer is slow, and the time required for the temperature to drop from T 0 to T C is
Figure BDA0001944326500000032
The cementation time of the middle part is the middle of t, so there are uneven cementation areas at the bottom and top that are different from those in the middle. The function of the distance from the upper end of the middle section is Hup(l).

其中,u=u(t,x,y,z)表温度,是时间t与空间(x,y,z)的函数,k是胶体热扩散率,

Figure BDA0001944326500000033
分别表示空气、岩样、注液管、胶体、密封圈的导热系数。Among them, u=u(t,x,y,z) represents the temperature, which is a function of time t and space (x,y,z), k is the thermal diffusivity of the colloid,
Figure BDA0001944326500000033
Indicates the thermal conductivity of air, rock sample, liquid injection pipe, colloid, and sealing ring, respectively.

如果分多次注胶,第N(N≠1)次注胶后,底端不均匀区域的长度lN1与注胶的总长lN的比值lN1/LN=m,上端不均匀区域的长度lN3与注胶的总长lN的比值lN3/LN=n,忽略其他不必要因素,除第一次注胶外,lN1/LN=m,lN3/LN=n为定值。由于温差热量扩散使得相邻两次注胶接触端部最终形成均一的胶结体。If the glue is injected in multiple times, after the Nth (N≠1) injection, the ratio of the length l N1 of the uneven area at the bottom end to the total length l N of the glue injection is l N1 /L N =m, and the length of the uneven area at the upper end is l N1 /L N =m The ratio of the length l N3 to the total length l N of the glue injection l N3 /L N =n, ignoring other unnecessary factors, except for the first glue injection, l N1 /L N =m, l N3 /L N =n is Value. Due to the heat diffusion of the temperature difference, a uniform cement body is finally formed at the contact ends of two adjacent glue injections.

第一次注胶长度l1为总注胶长度L的1/k,胶结面积为:The first glue injection length l 1 is 1/k of the total glue injection length L, and the bonding area is:

Figure BDA0001944326500000034
Figure BDA0001944326500000034

当k→+∞时,

Figure BDA0001944326500000035
即在满足完全覆盖密封段端部的前提下,首次注入较少的胶体量为宜,第一次注胶后端部不均匀区域的长度l11与第一次注胶的总长l1的比值l11/l1=m1,上端不均匀区域的长度l13与第一次注胶的总长l1的比值l13/l1=n1。When k→+∞,
Figure BDA0001944326500000035
That is, under the premise of completely covering the end of the sealing section, it is appropriate to inject a small amount of colloid for the first time, and the ratio of the length l11 of the uneven area at the rear end of the first glue injection to the total length l1 of the first glue injection l 11 /l 1 =m 1 , and the ratio l 13 /l 1 =n 1 of the length l 13 of the uneven region at the upper end to the total length l 1 of the first glue injection.

N次注胶结束后的胶结面积:Bonding area after N injections:

Figure BDA0001944326500000036
Figure BDA0001944326500000036

当(k→∞∩N→∞)时对应的N次注胶后的胶结面积为

Figure BDA0001944326500000037
上式仅k和N为未知参数。When (k→∞∩N→∞), the corresponding bonding area after N injections is
Figure BDA0001944326500000037
In the above formula, only k and N are unknown parameters.

如果一次全部注入胶结面积为:If the cemented area is injected all at once:

Figure BDA0001944326500000038
Figure BDA0001944326500000038

可知:s一次注入<s<s′ It can be known that: s one injection < s total <s' total

由上知,多次注胶形成的胶结体面积比一次注胶形成的胶结体面积大,则岩样密封的注胶问题需通过分析胶体与岩样结合速率及温度由T0降为Tc的时间,来确定注胶时间间隔;考虑岩样钻孔直径大小,可调整首次注胶量和注胶次数;如果改变密封材料则可调整n,在不同的空气环境中注胶则可调整m,实现胶结界面强度的最大化,从而解决岩样密封的问题,即在密封材料一定的情况下,控制首次注胶量和累次注胶次数,在确定的时间间隔内实现注胶均匀并减少不均匀区域,使得胶结界面强度得到提升。It can be seen from the above that the area of cement formed by multiple injections is larger than that formed by one injection, so the problem of injection of rock seals needs to be reduced from T 0 to T c by analyzing the combination rate and temperature of colloid and rock samples. Determine the glue injection time interval; consider the size of the rock sample drilling diameter, the first glue injection amount and the glue injection times can be adjusted; if the sealing material is changed, n can be adjusted, and m can be adjusted in different air environments , to maximize the strength of the bonding interface, so as to solve the problem of rock sample sealing, that is, under the condition of a certain sealing material, control the amount of initial glue injection and the number of cumulative glue injections, and achieve uniform glue injection within a certain time interval. Uniform area, so that the bond interface strength is improved.

因此,根据岩样及密封材料,混合胶体注入温度设为80℃,首次注胶量为总胶量体积的1/50,后将胶体分8-10层注入,注胶的间隔时间Δt小于岩样与胶体的固结时间,确定为9-10s。对压裂时胶结界面受力分析:压裂液作用于胶结界面底端的应力(3σt),胶体与岩样结合后的强度为σ胶-岩,通过上述操作胶体强度满足:Therefore, according to the rock samples and sealing materials, the injection temperature of the mixed colloid is set to 80 °C, the first injection volume is 1/50 of the total volume of glue, and then the colloid is injected in 8-10 layers, and the injection interval Δt is less than that of the rock. The consolidation time of the sample and the colloid was determined to be 9-10s. Analysis of the stress on the cement interface during fracturing: the stress (3σ circumference - σ axis - σ t ) acting on the bottom end of the cement interface by the fracturing fluid, the strength of the colloid combined with the rock sample is σ gel - rock , through the above operation colloid strength Satisfy:

Figure BDA0001944326500000041
Figure BDA0001944326500000041

本发明的密封方法与现有技术相比的优点在于:Compared with the prior art, the sealing method of the present invention has the following advantages:

(1)胶体通过配合十二至十四烷基缩水甘油醚和乙醇,可以在20分钟内保持其流动性,利于对水力压裂的注液管密封,24h可达到试样所需的密封效果。(1) The colloid can maintain its fluidity within 20 minutes by mixing with dodecyl to tetradecyl glycidyl ether and ethanol, which is beneficial to the sealing of the injection pipe of hydraulic fracturing, and the sealing effect required by the sample can be achieved within 24 hours. .

(2)注液管的端部即距注液管底部5mm处用密封圈和密封胶带进行密封隔离,一方面可以使胶体与注液管及钻孔环状空间紧密结合,另一方面可避免胶体进入裸眼段堵塞注液孔。(2) The end of the liquid injection pipe, that is, 5mm from the bottom of the liquid injection pipe, is sealed and isolated with a sealing ring and sealing tape. The colloid enters the open-hole segment to block the injection hole.

(3)通过优化首次注胶量和采用多次注胶的方式,可以使胶体的密封层更加均匀,胶结强度提升。本发明采用混合胶体配方,以9-10S的时间间隔分8-10层注入,达到较好的胶结强度,可以满足岩样起裂压力要求。该方法可操作性强,针对的试样为低渗、致密的硬脆性岩样或重塑样,提高了水力压裂模拟试验的效果。(3) By optimizing the amount of the first injection and using multiple injections, the sealing layer of the colloid can be made more uniform and the bonding strength is improved. The invention adopts the mixed colloid formula and injects into 8-10 layers at a time interval of 9-10S, so as to achieve better cementation strength and meet the requirements of rock sample crack initiation pressure. The method has strong operability, and the target samples are low-permeability, dense hard brittle rock samples or reshaped samples, which improves the effect of hydraulic fracturing simulation test.

附图说明Description of drawings

此处所说明的附图用来提供对本申请实施例的进一步理解,构成本申请实施例的一部分,并不构成对本申请实施例的限定。The drawings described herein are used to provide further understanding of the embodiments of the present application, and constitute a part of the embodiments of the present application, and do not constitute limitations to the embodiments of the present application.

图1为本申请注液管的密封模拟结果正视图;Fig. 1 is the front view of the sealing simulation result of the liquid injection pipe of the application;

图2为图1中的C-C剖视图;Fig. 2 is the C-C sectional view in Fig. 1;

图3为水力压裂后试样内部图;Figure 3 is an internal view of the sample after hydraulic fracturing;

图4为密封试样水压曲线图。Figure 4 is a graph of the water pressure of the sealing sample.

具体实施方式Detailed ways

为使本申请实施例的目的、技术方案和优点更清楚明白,下面结合实施例对本发明进行进一步的说明,有必要指出本实施例只用于对本发明的进一步说明,并不作为对本申请实例的限定。In order to make the purposes, technical solutions and advantages of the embodiments of the present application more clearly understood, the present invention will be further described below in conjunction with the embodiments. limited.

实施例1Example 1

以圆柱形岩样的注液管密封来说明本发明注液管密封方法,如图1所示。The sealing method of the liquid injection pipe of the present invention is illustrated by the sealing of the liquid injection pipe of the cylindrical rock sample, as shown in FIG. 1 .

步骤S1、钻孔:在直径为100mm,高200mm的圆柱形重塑样7上表面圆心处,用zs-100型钻机沿着注液方向钻入130mm注液孔,钻孔1直径8mm并清除岩屑;Step S1. Drilling: at the center of the upper surface of the cylindrical reshaped sample 7 with a diameter of 100mm and a height of 200mm, use a zs-100 drilling rig to drill a 130mm injection hole along the injection direction, drill a hole of 1 diameter 8mm and clear it cuttings;

步骤S2、调制胶体:将造胶黏剂A、B胶置于电热扇的前端,电扇温度调为80度,用量筒分别量取1.1ml的A胶和1.1ml的B胶,按照A胶:B胶为1:1的比例边加热边混合,最后量取0.4ml的十二至十四烷基缩水甘油醚和0.04ml的乙醇混合,加入到混合好的AB胶中,减缓胶体的初凝时间,增长浇注的时间,加强密封效果。Step S2, prepare the colloid: place the adhesives A and B on the front end of the electric heating fan, adjust the temperature of the electric fan to 80 degrees, and measure 1.1ml of the A glue and 1.1ml of the B glue respectively with a measuring cylinder, according to the A glue: Glue B is mixed with heating at a ratio of 1:1. Finally, measure 0.4ml of dodecyl to tetradecyl glycidyl ether and mix with 0.04ml of ethanol, and add it to the mixed glue AB to slow down the initial coagulation of the colloid. Time, increase the pouring time, and strengthen the sealing effect.

步骤S3、注液管处理:用O型氟橡胶密封圈6套于内径2mm,外径4mm,长75mm的注液管2距底部5mm的地方,将其与注液管2固定,选择与弹性密封圈6等厚度的密封胶带5对弹性密封圈6的外部进行压密,使得最外层胶带5刚好形成直径8mm的密封垫圈。Step S3, treatment of the liquid injection pipe: use an O-type fluororubber sealing ring 6 to cover the liquid injection pipe 2 with an inner diameter of 2 mm, an outer diameter of 4 mm and a length of 75 mm at a distance of 5 mm from the bottom, and fix it with the liquid injection pipe 2. Choose and elastic The sealing tape 5 with the same thickness as the sealing ring 6 compresses the outside of the elastic sealing ring 6, so that the outermost tape 5 just forms a sealing gasket with a diameter of 8 mm.

步骤S4、固定注液管:将注液管2伸进入注液孔内70mm的地方固定,使得距离孔底一定距离,满足因水力压裂试验须预留裸眼段4的要求。Step S4, fix the liquid injection pipe: extend the liquid injection pipe 2 into the liquid injection hole 70mm and fix it, so that it is a certain distance from the bottom of the hole to meet the requirement that the open hole section 4 must be reserved for the hydraulic fracturing test.

步骤S5、注入胶体等待胶结:选择5ml的针管和2mm直径的针头,吸取调制好的胶体,将针头伸入重塑样7与注液管形成的环形胶结区3底部,先注入0.04ml胶体,然后分8次注入,每次注入0.3ml,时间间隔为10s,且注液时确保针头的尖端每次刺入胶体中,直到胶体溢出钻孔,拿掉针管,让胶体与岩样7形成聚沉区3。Step S5, inject colloid and wait for cementation: choose a 5ml needle tube and a 2mm diameter needle, suck the prepared colloid, and insert the needle into the bottom of the annular cementation area 3 formed by the remodeling sample 7 and the injection tube, first inject 0.04ml of colloid, Then inject 8 times, each injection of 0.3ml, with a time interval of 10s, and ensure that the tip of the needle pierces the colloid each time until the colloid overflows the drill hole, remove the needle tube, and let the colloid and rock sample 7 form a polymer Shen area 3.

对该密封试样进行水力压裂模拟试验,观察岩样破裂后的剖面图发现在密封段,注液管2和岩样7胶结界面未发生漏液,而压裂靶区产生了明显的裂缝,如图3所示,从图中可以看出本发明效果较好,水力压裂有效范围较大。如图4所示,从水压曲线可以看出缝内水压的变化达到了试验的要求,即达到岩样的起裂压力,满足水力压裂注液压力的要求。The hydraulic fracturing simulation test was carried out on the sealed sample, and the cross-sectional view of the fractured rock sample was observed, and it was found that in the sealing section, no fluid leakage occurred at the cemented interface between the liquid injection pipe 2 and the rock sample 7, but obvious cracks occurred in the fracturing target area. , as shown in Figure 3, it can be seen from the figure that the present invention has a better effect and a larger effective range of hydraulic fracturing. As shown in Figure 4, it can be seen from the water pressure curve that the change of water pressure in the fracture meets the requirements of the test, that is, it reaches the fracture initiation pressure of the rock sample and meets the requirements of hydraulic fracturing fluid injection pressure.

实施例2Example 2

以圆柱形岩样的注液管密封来说明本发明注液管密封方法步骤S1、钻孔:在直径为100mm,高200mm的圆柱形重塑样上表面圆心处,用zs-100型钻机沿着注液方向钻入130mm注液孔,钻孔直径11mm并清除岩屑;步骤S2、调制胶体:将造胶黏剂A、B胶置于电热扇的前端,电扇温度调为80度,用量筒分别量取2ml的A胶和2ml的B胶,按照A胶:B胶为1:1的比例边加热边混合,最后量取0.55ml的十二至十四烷基缩水甘油醚和0.05ml的乙醇混合,加入到混合好的AB胶中,减缓胶体的初粘时间,使得浇注的时间增长,加强密封效果。Step S1 of the liquid injection pipe sealing method of the present invention is explained by the liquid injection pipe sealing of the cylindrical rock sample. Drilling: at the center of the upper surface of the cylindrical reshaped sample with a diameter of 100 mm and a height of 200 mm, use a zs-100 drilling rig along the Drill into the 130mm injection hole in the direction of injection, with a diameter of 11mm and remove the cuttings; Step S2, prepare colloid: put the adhesives A and B on the front of the electric heating fan, adjust the temperature of the electric fan to 80 degrees, and use Measure 2ml of Glue A and 2ml of Glue B in a graduated cylinder, mix them while heating according to the ratio of Glue A: Glue B at 1:1, and finally measure 0.55ml of dodecyl to tetradecyl glycidyl ether and 0.05ml mixed with ethanol, and added to the mixed AB glue to slow down the initial sticking time of the colloid, increase the pouring time, and strengthen the sealing effect.

步骤S3、注液管处理:用O型氟橡胶密封圈套于内径2mm,外径4mm,长75mm的注液管距底部5mm的地方,用胶水将其与注液管固定,选择与密封圈厚度同等厚度的密封胶带对密封圈的外部进行压密,使得最外层胶带刚好形成直径11mm的密封垫圈。Step S3, treatment of the liquid injection pipe: use an O-type fluororubber sealing ring to cover the liquid injection pipe with an inner diameter of 2 mm, an outer diameter of 4 mm and a length of 75 mm at a distance of 5 mm from the bottom, fix it with the liquid injection pipe with glue, and select the thickness of the sealing ring. The sealing tape of the same thickness compresses the outside of the sealing ring, so that the outermost tape just forms a sealing gasket with a diameter of 11 mm.

步骤S4、固定注液管:将注液管伸进入注液孔内70mm的地方固定,使得距离孔底一定距离,满足因水力压裂试验须预留裸眼段的要求。Step S4, fix the liquid injection pipe: extend the liquid injection pipe into the liquid injection hole 70mm and fix it so that it is at a certain distance from the bottom of the hole to meet the requirement that an open-hole section must be reserved for the hydraulic fracturing test.

步骤S5、注入胶体等待胶结:选择5ml的针管和2mm直径的针头,吸取调制好的胶体,将针头伸入重塑样与注液管形成的环形胶结区底部,先注入0.08ml胶体,然后分8次注入,每次注入0.57ml,时间间隔为9s,且注液时确保针头的尖端每次刺入胶体中,直到胶体溢出钻孔,拿掉针管,固结胶体与岩样。Step S5, inject colloid and wait for cementation: select a 5ml needle tube and a 2mm diameter needle, suck the prepared colloid, put the needle into the bottom of the annular cementation area formed by the reshaped sample and the injection tube, first inject 0.08ml of colloid, and then divide 8 injections, each injection of 0.57ml, the time interval is 9s, and when injecting the liquid, make sure that the tip of the needle pierces the colloid each time until the colloid overflows the drill hole, remove the needle tube, and consolidate the colloid and the rock sample.

实施例3Example 3

以立方体页岩样的注液管密封来说明本发明注液管密封方法The sealing method of the liquid injection pipe of the present invention is illustrated by the liquid injection pipe sealing of the cubic shale sample

步骤S1、钻孔:在300×300×300mm的立方体页岩样上表面中心处,用zs-100型钻机沿着注液方向钻入200mm注液孔,钻孔直径20mm并清除岩屑;Step S1. Drilling: at the center of the upper surface of the 300×300×300mm cube shale sample, use a zs-100 drilling rig to drill a 200mm liquid injection hole along the liquid injection direction, with a diameter of 20mm and remove debris;

步骤S2、调制胶体:将造胶黏剂A、B胶置于电热扇的前端,电扇温度调为80度,用量筒分别量取12ml的A胶和12ml的B胶,按照A胶:B胶为1:1的比例边加热边混合,最后量取2.5ml的十二至十四烷基缩水甘油醚和0.6ml的乙醇混合,加入到混合好的AB胶中,减缓胶体的初粘时间,使得浇注的时间增长,加强密封效果。Step S2, prepare the colloid: put the adhesives A and B on the front end of the electric heating fan, adjust the temperature of the electric fan to 80 degrees, and measure 12ml of A glue and 12ml of B glue with a measuring cylinder respectively, according to A glue:B glue Mix with heating at a ratio of 1:1, finally measure 2.5ml of dodecyl to tetradecyl glycidyl ether and mix with 0.6ml of ethanol, add it to the mixed AB glue, slow down the initial sticking time of the colloid, It increases the pouring time and strengthens the sealing effect.

步骤S3、注液管处理:用O型氟橡胶密封圈套于内径6mm,外径10mm,长120mm的注液管距底部5mm的地方,用胶水将其与注液管固定,选择与密封圈厚度同等厚度的密封胶带对密封圈的外部进行压密,使得最外层胶带刚好形成直径20mm的密封垫圈。Step S3, treatment of the liquid injection pipe: use an O-type fluororubber sealing ring to cover the liquid injection pipe with an inner diameter of 6mm, an outer diameter of 10mm and a length of 120mm at a distance of 5mm from the bottom, fix it with the liquid injection pipe with glue, and select the thickness of the sealing ring. The sealing tape of the same thickness compresses the outside of the sealing ring, so that the outermost tape just forms a sealing gasket with a diameter of 20mm.

步骤S4、固定注液管:将注液管伸进入注液孔内115mm的地方固定,使得距离孔底一定距离,满足因水力压裂试验须预留裸眼段的要求。Step S4, fix the liquid injection pipe: extend the liquid injection pipe into the liquid injection hole 115mm and fix it, so that it is at a certain distance from the bottom of the hole to meet the requirement that the open-hole section must be reserved for the hydraulic fracturing test.

步骤S5、注入胶体等待胶结:选择30ml的针管和2mm直径的针头,吸取调制好的胶体,将针头伸入页岩样与注液管形成的环形胶结区底部,先注入0.5ml胶体,然后分9次注入,每次注入3ml,时间间隔为10s,且注液时确保针头的尖端每次刺入胶体中,直到胶体溢出钻孔,拿掉针管,固结胶体与页岩样。Step S5, inject colloid and wait for cementation: choose a 30ml needle tube and a 2mm diameter needle, suck the prepared colloid, and insert the needle into the bottom of the annular cementation area formed by the shale sample and the liquid injection tube, first inject 0.5ml of colloid, and then divide the 9 injections, each injection of 3ml, with a time interval of 10s, and ensure that the tip of the needle pierces the colloid each time until the colloid overflows the hole, remove the needle tube, and consolidate the colloid and shale samples.

Claims (4)

1. A liquid injection pipe sealing method suitable for a hypotonic reservoir hydraulic fracturing simulation test is characterized by comprising the following steps:
step S1, drilling: at the liquid injection position, drilling a diversion hole along the liquid injection direction to reach 3/5-2/3 of the length of the sample, and removing chips;
step S2, preparing colloid: respectively measuring an A glue accounting for 40-45% of the total colloid volume and a B glue accounting for 40-45% of the total colloid volume according to the A glue: mixing the glue B in a ratio of 1:1, measuring dodecyl-tetradecyl glycidyl ether accounting for 9-17% of the total volume of the glue and ethanol accounting for 1-3% of the total volume of the glue, and adding the mixed glue B serving as a diluent into the mixed glue AB;
step S3, pour spout end portion processing: sleeving an elastic sealing ring at a position 5-10mm away from the bottom of the liquid injection pipe, pressing the outer part of the elastic sealing ring by using a sealing adhesive tape with the width equal to the thickness of the elastic sealing ring sleeve, and fixing the elastic sealing ring and the liquid injection pipe;
step S4, fixing the liquid injection pipe: the liquid injection pipe with the processed end part is extended into a position 1/2-2/3 of the depth of the drilled hole to be fixed, and an open hole section is reserved;
step S5, glue injection: the method comprises the steps of extending a glue injection needle tube into the bottom of an annular space of a sample and a liquid injection tube, firstly, preliminarily injecting a small amount of glue to a sealed end part to form an initial setting interface, then slowly injecting the glue in 8-10 layers, wherein the injection interval of each layer is 9-10s, the tip of a needle head is always positioned in the glue during injection, and after all injection is completed, the glue consolidation strength is reached within 24 hours.
2. The method for sealing the liquid injection pipe suitable for the hydraulic fracturing simulation test of the hypotonic reservoir as claimed in claim 1, wherein the method comprises the following steps: the volume of the diluent dodecyl to tetradecyl glycidyl ether participating in the curing reaction accounts for 10 to 15 percent of the total colloid volume.
3. The method for sealing the liquid injection pipe suitable for the hydraulic fracturing simulation test of the hypotonic reservoir as claimed in claim 1, wherein the method comprises the following steps: the elastic sealing ring is a fluororubber o-shaped ring and is tightly combined with the liquid injection pipe.
4. The method for sealing the liquid injection pipe suitable for the hydraulic fracturing simulation test of the hypotonic reservoir as claimed in claim 1, wherein the method comprises the following steps: the fixed position of elastic sealing ring apart from annotating liquid pipe bottom 5mm, annotate the length of liquid pipe bottom apart from drilling bottom be 1/3 of drilling depth.
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